The seismic resistance simulation for cracked clayey backfill

• المؤلفون الرئيسيون: Namdar, Abdoullah, Mehran, Karimpour-Fard, Nurmunira, Muhammad
• التنسيق: مقال
• اللغة: English; English
• منشور في: Elsevier Ltd 2022
• الموضوعات: TA Engineering (General). Civil engineering (General)
• الوصول للمادة أونلاين: http://umpir.ump.edu.my/id/eprint/38097/1/1-s2.0-S1350630722005891-main.pdf; http://umpir.ump.edu.my/id/eprint/38097/7/The%20seismic%20resistance%20simulation%20for%20cracked%20clayey%20backfill.pdf; http://umpir.ump.edu.my/id/eprint/38097/; https://doi.org/10.1016/j.engfailanal.2022.106616; https://doi.org/10.1016/j.engfailanal.2022.106616

Applying nonlinear multidirectional forces to the earth retaining structure causes expansion and compression of existing soil crack and this phenomenon occurs in complicated form for clay. The cracked clayey backfill subjected to multi-directional seismic loads has not been reported in the literatur...